EXPLORING MECHANICAL CHARACTERISTICS OF PILE COLUMN PIERS IN BEDDING ROCK SLOPES WITH MIDAS GTS

Abstract

The rapid advancement of basic traffic engineering in China has led to the construction of numerous bridges in mountainous regions, with bedding rock slopes being a common challenge characterized by instability and failure. Researchers in China have made significant strides in studying pile column piers on bedding rock slopes, focusing on pier stability, anti-slide measures, landslide impact, and slope-pier structural stress. This abstract provides an overview of their contributions.